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BENCH <br />AXI. I STATA'W GCJGR/PTO N EGE✓AT/Cw <br />7 ?7f 76.00 X ON .0 <br />C17Ae F7 PL'ATErO+CA4 <br />W - J <br />W <br />h � <br />�O <br />1 <br />I 6.669.88 ``� EL 969.8 I 870 = <br />EL.8G7. V <br />L/NE � d 59V/ II�EL.B5342. /�"i I I �— <br />uI� /O'-42�STEEL H P/GES" <br />aiNr gEFE/2 2Ep TO ON GRADE UNE -FA/� OAA 5 ALE. / <br />S/DE EG FV4T/ON <br />r. LOOK/NG MOi2T// <br />ht E <br />24 <br />70-0 <br />70=0" <br />2-8" <br />h <br />E ABUT. <br />jb EL.976.AS <br />L/M/7S pF SGOSE <br />G.Y <br />PT OF C.G/T CLEAiZ. <br />y W <br />PA✓/NG <br />O C. <br />T <br />CONCR:G?TE MASONRY <br />C -Y <br />/35.4 <br />45r -V•0 <br />39+S <br />54.2 <br />2-76./ <br />ir____� IIS <br />I I) <br />42,%0 <br />'e <br />I) `A ggll I <br />M ni14111 <br />1 I B/3-206 II <br />5g0.30 <br />O <br />11 <br />I III I III <br />IIS <br />I I <br />I <br />T 11.11 <br />B2 `100 <br />AUX REF UNE. <br />[.B <br />3X600 <br />-- <br />STA. 67.1,15.00N� <br />T r T <br />1-4/9RICATE0 BRONZE PLATE <br />L.B <br />r SOF BR. G. W. ABUT <br />STA56 .r8Z.69 TL. <br />STA. SG rB.S'00 <br />�CM51 f,'MEO <br />STA.S�7 rSS 00 <br />SOF BR-GEABUT <br />/30 <br />'STA SPr0000 <br />I <br />FA/.ZOAKS AVE. <br />/ 8 <br />S6 <br />17 <br />SB TRANS/T <br />iYS7-EEL TEST P/L/NG <br />/NE <br />REF L/NE <br />L.F <br />6Np CK FLCO,e <br />I <br />S6�9Q40T.G.I <br />II pir-7, <br />STH X30 <br />SrA 36TH/3.00 <br />' <br />I I <br />pF FLGeR- <br />NAME PLATE - <br />SEE X-270.13 <br />III O L I <br />1 <br />B/3-2 // I <br />IO <br />STA s7rS7.00 <br />�Xc.ac,4riov � <br />I <br />� <br />I I I <br />FLOOR ORA/Ns - TyPE fl' <br />EA. <br />OO4fIAASPoUT -!o /NCH <br />N <br />2=G" <br />S.Y <br />/64 <br />2G=0"FF 7O'I <br />26�0'EF <br />32- <br />70'0" <br />70 =0 •• <br />2 • B„ <br />/GS=4"B. TO <br />B. OF ABUTMENTS <br />PLAN <br />2 SP.M/ CONT/NVOfIS IBEAM ON .2.C. <br />S/GL ABUTMENTS -A?.0 COG UMN <br />TYPE P/E,2.. <br />G,CADE L1A1E- FA/i2 AVE. <br />G50 <br />Wy Ik Ul r <br />h <br />41 y e <br />W <br />GRADE L/NE OA S. 7 H. #30 <br />BOTH LANES <br />AGGNJG a.QEF G✓NE � f.B-/3-2//% <br />COUNTYb'I ROt1TE b ! CLA99 ! AORICMLNT!I !, .,' <br />NIGHW S.ECTIDN 8fAT6 <br />_ DIVIlroN <br />L <br />�ROJ LCT !H([T <br />TOTAL <br />14 <br />/3. 15'4.123.71 <br />h <br />E ABUT. <br />jb EL.976.AS <br />P9 <br />G.Y <br />� EG .87G.2D <br />y W <br />EL.87G.Z5 <br />/ <br />G50 <br />Wy Ik Ul r <br />h <br />41 y e <br />W <br />GRADE L/NE OA S. 7 H. #30 <br />BOTH LANES <br />AGGNJG a.QEF G✓NE � f.B-/3-2//% <br />COUNTYb'I ROt1TE b ! CLA99 ! AORICMLNT!I !, .,' <br />NIGHW S.ECTIDN 8fAT6 <br />_ DIVIlroN <br />L <br />�ROJ LCT !H([T <br />TOTAL <br />14 <br />/3. 15'4.123.71 <br />116g1R <br />E ABUT. <br />Fan!-e(69;� ¢p <br />P9 <br />TOTAL EST/MATED QUANT/TIES <br />B/O ITEMS <br />UN/T <br />SUPER <br />W ABUT <br />P/EA' <br />E ABUT. <br />TOTAL <br />ExC.q UAT/ON FOQ STR UGT7/RES <br />G.Y <br />X27032 <br />35 <br />4-S <br />35 <br />//S <br />CONCR:G?TE MASONRY <br />C -Y <br />/35.4 <br />45r -V•0 <br />39+S <br />54.2 <br />2-76./ <br />,a4e STEEL RE/NFOiQGEMENT <br />L.B. <br />42,%0 <br />/570 <br />3,930 <br />/570 <br />5g0.30 <br />STRUCTURAL CARBON STEEL <br />L.B <br />8,4'00 <br />B2 `100 <br />STRUCTURAL LOW -ALLOY STEEL <br />[.B <br />3X600 <br />.5/1 gpO <br />1-4/9RICATE0 BRONZE PLATE <br />L.B <br />/,q0 <br />/30 <br />BEAR /N G PADS <br />S. F <br />/ 8 <br />/8 <br />iYS7-EEL TEST P/L/NG <br />STEEL P/L/N6-G7EL. <br />L.F <br />350 <br />45O <br />GCo <br />/6Cip <br />STEEL P/G/NG-OK/vEN <br />L.F. <br />S5p <br />450 <br />6.00 <br />iG'Oo <br />TU6ULAiQ„ RA/LING �TYPE'.4' <br />L,F <br />322 <br />322. <br />FLOOR ORA/Ns - TyPE fl' <br />EA. <br />OO4fIAASPoUT -!o /NCH <br />SLOPE PAVING —CONCRETE <br />S.Y <br />/64 <br />/ro4 <br />32- <br />ALUM/NUM OR- Z /NC PLATE <br />41-U44111/11M <br />'s.). <br />pe/LE ONE 60=0 -TEST P/GE AT GUABUT ,-ONE 45=0- TEST PILE A7- <br />GE/VER AL NOTES <br />DRAU//NGS SHALL NOT BESGALEp. <br />BEVEL ALL EXA:VSEO EDGES OFCOA/CRETE /`UNLESS <br />OTHER.W/SE SPK/F/EO <br />ALL COA/CRETE MASONRY Si1441- BE 6,2AOE'A4' fc-/400 ps.. <br />BAQ STEED R E/NFORCEMENT SHALL BE /MBEOOEO 2'* <br />CLEAR UNLESS OTHER GU/SESHOLUN QQ NOTED. <br />ALG -/510 CONNECT/ONS SHALL BE MALS U1171V¢OR/UPS 41NGES5 <br />OTHER U/1SE SHOWN ORMOTEO /NL/EU O,--,Q/VETS y'3--,'4 H/GH TEAS/LE <br />STRENGTH BOLTS MAY BE lUeg <br />P/L/NG ATABUTMENTS SNAGL BE /O'BP42#STEEL P/G/NG <br />EST/MATED50=0 LONG ANO O,eIU,-.N TOA M/N/MUM BEAR/NG VAGUE <br />a-00 0NS�P/LE <br />P/L/NG ATP/E.Q SHALL BE /O'B P 42'�STEEL %/G/NG <br />EST/MATEO 3010'4O'VG ANO GI4/UEN TOA MIN/MUM BEAR/MS VALUE <br />OF 37 TONS/P/GE. <br />h THE 9 -RM ANO SL OfL� /NF,20Arr OF THE ABUTMENTS SHALL BE <br />n COUERBO LU/TH SLOPE H7U/AAS 4S.WVU/N ON TN/S SHEET ANO aN <br />SHEET X 270.3.5 <br />l/PPE•2 L/M/TS OF'6XCAl/AT/ON FOR, STRUC TU,QES"SHALL BE <br />THE-1,VXSAEO 6RA61-0 SECTION <br />L/ST Oc- AgRAWMASS <br />(GENERAL PLAN <br />X27028 <br />2. SUPERSTRUCTU�EE <br />X27029 <br />J LONG. SECT/ON 5f'BEA/2/NGS <br />X27430 <br />4. EXPANS/ON aO/NT <br />X2703 / <br />S FLOOR OR.A/N OETA/i.s- <br />X27032 <br />6. TUBI/LAR ALUM/NUM ,24/L/AAS <br />X27033 <br />7 TUBULAR. STEEL ,QA/UNG <br />XZ7034- <br />B A6UTMENTS <br />X2703,5' <br />9. P/E.e <br />X27036 <br />/OSUBSUR FAGS EXPLORAT/ON <br />X27037 <br />GEA16"L PLAN <br />°4 Li9NE � N1AOiSQN I n.SG-Iats <br />ecrnb• 32 s ITe n 7 6N- <br />xaroc.AASAO /9G/ /963 <br />b.ac3-7I-�ocslcn -� Iov wn✓K6. �cc.`AO <br />-.o..E.oa ?J <br />�.ovm, <br />STRUCTU-5 /A3 —/ <br />X 2702-8 <br />